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Media Ilmiah Teknik Sipil

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Published by Universitas Muhammadiyah Palangkaraya

ISSN : 02161346 EISSN : 24073857 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.

Arjuna Subject : -

Articles 122 Documents

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Analisis Sertifikasi Tenaga Ahli Dan Terampil Di Kalimantan Tengah Tahun 2019 Maretina Eka Sinta
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Workers who have been declared competent will receive a certificate as proof of competence. The certificate serves as proof of competence, the certificate holder will treat the certificate as part of the pride, proof of ability as well as recognition of the knowledge it has. Based on the results of the study using the Frequency Distribution method, the results show that the presence of Experts and Skilled civil certified in Palangka Raya City has a significant effect on the progress of the construction world in Palangka Raya City with the relative frequency (F) value of 57.50% ≥ 50, 00% ~ 75.00% and the high level of ability of Experts and Skills to overcome technical problems in the field with a relative frequency (F) value of 60.00% ≥ 50.00% ~ 75.00%, which means it is satisfactory. Taking into account the results of research on the existence of experts and skilled workers who have had a real positive influence on the progress of the world of construction especially in the City of Palangka Raya, it is deemed necessary that every construction work is required to involve competent and certified experts and skilled civilians so that the quality of work construction can be maintained. Furthermore, in order to maintain continuity and anticipate the progress of the construction world, it is deemed necessary that certified experts and skilled civilians always learn and update their knowledge by always learning, either through training activities, seminars or workshops

Persamaan Nilai Korelasi Indeks Plastisitas (PI) Tanah Dengan California Bearing Ratio (CBR) Tanah Lempung Palangka Raya Noviyanthy Handayani; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

During this time to get the value of California Bearing Ratio (CBR) planners will conduct field tests and/or laboratory tests. This takes time and is relatively large. For this reason, it is needed a practical matter or formulation about the relationship between soil parameters so that planners do not need to test the overall soil parameters. This study aims to obtain a graph or correlation of the Plasticity Index (PI) with California Bearing Ratio (CBR) for clay soils in the Palangka Raya region. Clay soil samples were taken at 3 (three) locations in the City of Palangka Raya. Based on the results of tests on several samples obtained the largest CBR value in soil samples from Tangkiling village which reached a value of 6.56%. While the lowest CBR value obtained from the village of Kereng Bengkirai is 3.14%. For the PI value, the biggest value obtained in Bukit Rawi village is the largest, namely 20.54% and the smallest PI value obtained in Tangkiling village is 9.01%. In general, it can be concluded that the CBR value of clay is inversely proportional to the value of PI. Wherein it is known that the greater the CBR value, the smaller the PI value and vice versa. The overall correlation results of the PI value (plasticity index) to the CBR (California Bearing Ratio) obtain the correlation results using the linear graph CBR = -0.28383 PI + 8,9843. While the correlation value based on analytical calculations obtained CBR = -0,3006X + 9,0190. This test shows that the correlation value has a very high relationship when viewed from the benchmark correlation results (R = 0.80-1.00). The results of the correlation value using linear regression graphs worth R = 0.8489 and using analytical correlation methods worth R = 0.9283. So the final result of this study is to look for a relationship between PI values and CBR values. Then for the value of R is taken the smallest value that is R = 0.8489.

Implementasi Fasilitas Intelligent Transportation System (ITS) Di Kota Palangka Raya Devia Devia; Prihanika Prihanika
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The movement of people and goods is increasing in line with economic growth in society. This causes the potential for increased transportation activities in the City of Palangka Raya so it needs efforts to improve adequate transportation facilities and infrastructure. The application of technology-based Intelligent Transportation System (ITS) in Palangka Raya City is needed so that the management of the transportation system becomes more effective and efficient. This paper provides an overview of the application of ITS facilities and types in Palangka Raya City and provides recommendations for the use of new ITS facilities or optimizing existing technology so that ITS facilities can be utilized by stakeholders in traffic management and transportation systems in Palangka Raya City. Based on observations of the application of ITS in the City of Palangka Raya is applied to improve the performance of intersections and road services. The type of ITS facility is the Area Traffic Control System (ATCS), which is a vehicle traffic control system at the signal intersection to increase travel speed and travel time so that delays in travel can be minimized. It is also expected that the implementation of ITS in Palangkaraya City can also optimize the performance of public transport and traffic safety as well as the collaboration between stakeholders so that the improvement of the integrated transportation system can be well integrated.

Analisa Kebutuhan Air Irigasi Untuk Tanaman Padi Dan Palawija Pada Daerah Irigasi Rawa (DIR) Danda Besar Kabupaten Barito Kuala Fitriansyah Fitriansyah; Elva Shanty Widuri; Eriza Islakul Ulmi
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

In the management of a good irrigation system will increase the production of irrigation areas because in the Operation of an Irrigation Network should always pay attention to the Availability of Water and Water Needs and how to divide the existing water regularly and evenly so that all plants grow well. To supply water to the paddy fields and will be divided to each plot through the floodgates with an open-close system with equitable distribution so that the Water Availability and Water Needs are still metatalltimes. The research location of the Danda Besar Swamp Irrigation Area (DIR) is located in Rantau Badauh District, Barito Kuala Regency. From the results of the analysis of water availability, the minimum water requirement is 37,760 lt/sec/ha in January 1 during the rice planting season. Maximum irrigation water demand is 711,558 lt/sec/ha in April 1, which is when preparing land for palawija (maize)

Analisis Batako Dengan Campuran Serbuk Kaca Sebagai Pengganti Pasir Rahmat Rahmat; Irna Hendriyani; Risma Sa’diyah
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

One of the innovations in the use of glass waste in the construction sector is as a mixture of concrete brick. In this research glass dust from a building demolition in the Klandasan area of Balikpapan was used as a substitute for sand in a mixture of concrete brick. This research aims to analyze the use of glass powder as a substitute for sand in a mixture of concrete brick based on SNI 03-0349-1989. Concrete brick specimens are made with a cement and sand ratio of 1: 6. The variation in the replacement of glass powder used is 0%, 25%, and 50% of the composition of the sand. From the results of the analysis it was found that the water absorption capacity of the concrete brick with the addition of glass powder to the mixture of the concrete brick as a substitute for sand in the 0% concrete brick glass powder was 5.13% greater than the variation of 25% glass powder and 17.1% greater than the 50% variation of glass powder. The compressive strength of the concrete brick making with the addition of glass powder as a substitute for sand in the mixture of the concrete brick compressive strength of 25% glass powder is 11.11% better than oncrete brick 0% glass powder and compressive strength of the concrete brick 50% glass powder is better 33.33% than concrete brick 0% glass powder. Based on SNI 03-0349-1989, water absorption and compressive strength on concrete brick with the addition of glass powder as a substitute for sand still meet the requirements

Analisa Biaya Operasional Kendaraan Bus Angkutan Kota Jurusan Palangka Raya-Pangkalan Bun Muhammad Gemilang P. Utama; Nirwana Puspasari
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Transportation is an important role in aspects of social economic and cultural activities. Based on the distribution of passenger traffic in and out of the land transportation, the Bus fleet majoring in Palangkaraya-Pangkalan Bun is the most desirable transportation service because travel times are faster and more efficient. The research objective is to determine the magnitude of operational costs for public transportation vehicles Palangka Raya-Pangkalan Bun. The method of collecting passenger data and bus fleet data is a non-random sampling method. Primary data in the form of vehicle operating costs are analyzed by the method of cost per kilometer approach for each vehicle, revenue is analyzed by the method of approaching the average amount of revenue of the company per year and subtracted by total vehicle operating costs per kilometer, rates are analyzed by the method of adding the fixed cost components, costs variable and overhead costs in units per passenger and Fare Box Ratio (FBR) are analyzed using the method of comparing the value of Vehicle Operating Costs per year with annual income. From the results of the study, the amount of Operational Cost needs is spent at 81% of annual income. With a Factor Load calculation of 12 passengers per Trip over the past three years. The fare incurred for ticket purchase per one time departure is Rp 130,000.00 with a Fare Box Ratio (FBR) of 123% so that it can be categorized as a profit

Permodelan Pengekangan Kolom Pada Beton Mutu Normal Dengan Metode Elemen Hingga 3-D Ridho Saleh Silaban; Darmansyah Tjitradi; Syahril Taufik
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The column is a critical element in the building structure, the failure of the column will directly result in the collapse of other related structural components. The column must have strength, stability and ductility. In increasing the capacity and ductility of the column by providing confinement, to protect concrete elements from breaking due to the influence of the working pressure. Analyzing ultimate axial load capability, stress-strain distribution patterns and crack patterns in concrete elements and column ductility. Tests of several models and variations of the restraint distance in short columns of normal concrete quality with longitudinal reinforcement of steel steels and carbon steel transversal reinforcement. The columns were analyzed using the Finite Element Analysis (FEA) method with the help of a full scale ANSYS 3-D application, with material properties for concrete using SOLID65 and steel reinforcement using LINK8 and SOLID45 loading plates. The type of pedestal used is the joints with axial loading (axial loadstep) centric direction. The effect of the restraint model and the variation of the restraint distance to the value of the column ultimate axial load for the whole model is relatively small with a ratio of 1.079, while for the ratio of the axial deformation ratio of 1.496. The pattern of stress and strain distribution when yielding spreads throughout the column area but when it reaches the ultimate distribution the concentration is concentrated in the support area. The first dominant crack occurs in the pedestal area and generally occurs in the concrete blanket layer, in the ultimate condition cracks have occurred evenly throughout the column area. The ratio of the ratio of ductility values for all column models and the restraint distance is relatively large with a ratio value of 1.523

Evaluasi Kebutuhan Ruang Parkir Pada Rumah Sakit Kelas C Di Kota Palangka Raya Ari Widya Permana; Noviyanthy Handayani; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Yasmin Mother and Child Hospital in Palangkaraya City is one of the Class C Hospitals in Central Kalimantan. Yasmin Hospital has become one of the most visited hospitals every day. During visiting hours there was an increase in the need for parking spaces at Yasmin RSIA, so that vehicles that would not use the parking area were not accommodated. This study aims to evaluate the capacity of the parking lot at the RSIA Yasmin Palangka Raya City and provide suggestions for improvement to the Yasmin RSIA. Primary data were obtained from direct observations which included measurements of the number of parking lots, parking area, time count and circulation of the number of vehicles. Furthermore, the data were analyzed to obtain parking characteristics which include parking volume, parking accumulation, parking duration, parking change, parking capacity, and parking index. Based on the results of the analysis, the maximum accumulated vehicle parking occurs on Monday, the motorcycle parking index exceeds 100%, meaning that parking needs exceed normal parking capacity. The proposed improvement is to use the basement as a parking lot to increase the capacity of parking spaces and to arrange parking patterns and parking circulation

Perilaku Keruntuhan Balok Beton Mutu Normal Dengan Pengekangan Pada Daerah Tekan Tahan Tahan
Media Ilmiah Teknik Sipil Vol 8 No 2 (2020): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Concrete is a widely used construction material now Compared to other materials such as wood and steel. This is because the constituent material is easy to obtain, has enough strength, good durability, the making process is easy and in terms of economic price affordable. Concrete is Generally classified into two classes, namely normal quality and high quality. Both of them are now widely used in the construction activities. Normal quality concrete has a quality of 20 Mpa up to 58 MPa, while high quality concrete ranges above 58 Mpa. One of the applications in the structures is collapse behavior concrete beams on the normal quality of norm with the confinement on the pressure area. To analyze the effect of collapse behavior of normal quality concrete beams and varied Finite Element Analysis (FEA) by using ANSYS Ed. 9.0 with stirrups variation space in te respective spans (40, 80,120,150) mm and stirrup variation distance in the respective field (40,80,120,125,150,100,75.50) mm with 15/20 beam size. The steel material used has stress power of 400 each Mpa, stirrup stress 200 Mpa, normal quality stress 25 Mpa. Based on manual analysis and FEA the magnitude of ultimate capacity that occurs in the model of the beam with the dense stirrup on the stress area the ultimate moment value will rise both in the moment span area and in the field. The deformation is decreasing and the crack behavior on the pressure area can be minimized

Pengaruh Matos Terhadap Stabilisasi Tanah Lempung Desa Mintin Dengan Semen Untuk Perkerasan Jalan Raya Rasmia Noor Janah; Rida Respati; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Tanah merupakan dasar dari suatu struktur atau konstruksi, baik itu konstruksi bangunan maupun jalan raya. Sifat-sifat tanah yang buruk atau kurang menguntungkan bila digunakan untuk suatu bangunan atau konstruksi antara lain, plastisitas yang tinggi, kekuatan geser yang rendah, dan potensi kembang susut yang besar. Seperti tanah lempung Desa Mintin yang memiliki nilai CBR dan UCS yang rendah karena dominan butiran halus sehingga mudah dipengaruhi oleh air. Guna mengatasi permasalahan yang ada pada tanah lempung ini, akan dicoba stabilisasi dengan menggunakan semen dan ditambah matos sebagai bahan kimia dan diharapkan mampu memperbaiki dan memenuhi syarat teknis. Pada prosedur penelitian ini dibagi menjadi 3 tahap yaitu penelitian awal meliputi analisa saringan, dan indeks plastisitas, setelah diketahui bahwa tanah tersebut tanah berbutir halus maka dilakukan penelitian kedua yaitu menambahkan campuran pasir 50% terhadap berat isi kering tanah kemudian dilakukan pengujian plastisitas (PI) ≤ 10%. Setelah didapatkan nilai PI ≤ 10% maka dilakukan penelitian tahap akhir yaitu penambahan semen 10% dan campuran matos 0, 4, 8 dan12% terhadap berat isi kering tanah pasir kemudian diuji CBR dan UCS. Hasil penelitian menunjukan bahwa stabilisasi semen ditambah matos dapat memperbaiki sifat fisik dan mekanik tanah lempung, pada sifat fisik berat volume, kadar air, berat jenis, dan batas-batas Atterberg mengalami penurunan setelah dilakukan stabilisasi. Sementara, pada sifat mekanik tanah lempung menjadi semakin baik. Dari hasil campuran semen 10% dan campuran 0, 4, 8, dan 12% matos, campuran yang paling baik terdapat pada 4% penambahan matos untuk nilai CBR, sedang untuk nilai UCS campuran yang paling baik terdapat pada 8% penambahan matos.

Page 6 of 13 | Total Record : 122

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Contact Name
Mohammad Rizki Fadhil Pratama

Contact Email
mohammadrizkifadhilpratama@gmail.com

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Journal Mail Official
vnovrianti@gmail.com

Editorial Address
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Location
Kota palangkaraya,

Kalimantan tengah

INDONESIA